Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Civil Works Others
Eprocure
Opening Date9 Jan 2025
Closing Date20 Jan 2025
Tender Amount₹ 19,81,570 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.

-

-

-

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All kinds of soil.

16.5

380

6270

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif.

8

235

1883.2

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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

-

-

-

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1:2:4 (1 cement : 2 coarse sand (zone-Ill) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)

1.5

21985

32977.73

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1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources)

12

19051

228622.2

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Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.

8

2095

16762.8

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

-

-

-

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1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

3.5

23912

83693.23

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement:

-

-

-

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1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

2.5

26044

65111.38

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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

2

26854

53709.3

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Centering and shuttering including strutting, propping etc. and removal of form for

-

-

-

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Foundations, footings, bases of columns, etc. for mass concrete

19

488

9287.2

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Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

15.5

1045

16206.8

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Lintels, beams, plinth beams, girders, bressumers and cantilevers

35.5

885

31419.28

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Columns, Pillars, Piers, Abutments, Posts and Struts

18

1186

21358.8

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.

-

-

-

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Thermo-Mechanically Treated bars of grade Fe-500D or more.

642

127

81566.1

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Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

470.5

131

61917.8

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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.

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-

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80x1.20 mm M.S. laths with 1.20 mm thick top cover

24

4367

104816.4

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Providing and fixing ball bearing for rolling shutters.

8

775

6204.8

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Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.

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-

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Electric resistance or induction butt welded tubes

855.6

215

184424.58

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Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.

35.5

126

4497.85

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Providing and fixing bolts including nuts and washers complete.

45

216

9735.75

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Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer.

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-

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G.I. pipes

120

232

27924

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Providing and fixing carbon steel galvanised ( minimum coating 5 micron) dash fastener of 10 mm dia double threaded 6.8 grade (yield strength 480 N/mm2), counter sunk head, comprising of 10 mm dia polyamide PA 6 grade sleeve, including drilling of hole in frame , concrete/ masonry, etc. as per direction of Engineer-in-charge.

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-

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10 x 160 mm

48

270

13005.6

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Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of:

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-

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G.S. Sheet

84

202

17035.2

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Dismantling wood work in frames, trusses, purlins and rafters up to 10 metres span and 5 metres height including stacking the material within 50 metres lead :

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-

-

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Of sectional area 40 square centimetres and above

1

5578

5578.6

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Dismantling doors, windows and clerestory windows (steel or wood) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead :

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-

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Of area beyond 3 sq. metres

1

624

624.45

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Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade:

-

-

-

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Two or more coats on new work

40

172

6900

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Providing & fixing at all heights, levels and locations Mill finish Aluminium alloy roofing sheets of alloy IS designation 31500, temper Hx8 conforming to IS 737 and dimensions as per IS code 2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/tapping Stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-In-Charge. (Cost of truss/frame work shall be paid separately).

-

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-

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0.71 mm, Aluminium troughed profile with centre to centre pitch of 200 mm, depth of 32 mm, overall profile width 1092 mm, cover width 1000 mm.

123.5

1563

193055.2

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Providing and fixing of Pre-coated colour or mill finish Aluminium Roofing Accessories in 0.71 mm thickness ,Alloy 31500 (IS designation) [Aluminium Alloy (AA) 3004 (ISO designation)]. For colour, coating shall be 5-7 microns epoxy primer on both sides of the sheet and polyester top coat 15-18 microns, using self drilling/tapping SS screws of size 6 x 50 mm with 3 mm thick EPDM seal and SS plain washer complete:

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-

-

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Precoated/mill finish aluminium Ridges plain (500- 600mm)

20

1265

25316

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12 mm cement plaster of mix:

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-

-

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1:4(1 cement: 4 fine sand)

57.5

662

38088

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52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

20

1878

37572

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Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour:

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-

-

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New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre

25.5

242

6173.55

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Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:

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-

-

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New work (Two or more coats applied @ 1.43 Itr/10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm)

34.08

211

7197.7

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Applying priming coat:

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-

-

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With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works

99

81

8033.85

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :

-

-

-

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Two or more coats on new work

59

186

11015.3

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Finishing walls with Acrylic Smooth exterior paint of required shade:

-

-

-

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Old work (Two or more coat applied @ 1.67 Itr/ 10 sqm) on existing cement paint surface

116.5

175

20439.93

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Distempering with 1st quality acrylic distemper (ready mixed) having VOC (Volatile Organic Compound ) content less than 50 gram/ litre, of approved brand and manufacturer including applying additional coats wherever required to achieve even shade and colour

-

-

-

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Old work (one or more coats)

111

80

8968.8

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Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :

-

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-

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Powder coated aluminium (minimum thickness of powder coating 50 micron)

36

958

34495.2

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Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item):

-

-

-

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With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)

3

1828

5485.2

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Providing and laying hollow cement concrete block walling upto floor five level 200mm thick consisting of using hollow block of size 400X200X200 mm of mix 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 12.50 mm nominal size having crushing strength of 3.5 N/Sqmm at 28 days as per IS 2185 (part-I) 1979 laid in cement motor 1:6 (1cement : 6 coarse sand)

4.5

29860

134370

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Providing and fixing in position eaves or facia board with 12 mm thick PVC 30 cm wide including fixing with nuts and bolts etc. complete.

64

742

47545.6

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Extra for providing and fixing wind ties of 40x 6mm flat Aluminium section.

80

342

27360



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